强震地面运动理论研究的若干进展
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摘要
简要地从理论地震学的角度回顾了强震地面运动的研究历史,重点介绍了震源过程、传播介质影响、场地效应、地震动估计以及强震地面运动预测这五个重要方面近年来所取得的研究进展,对有关研究内容进行概述和讨论,并提出一些需进一步研究的建议。
The research of strong ground motion from the point of the theoretical seismology is reviewed in this paper.The five aspects,such as the source process,transmit medium influence,site effect,ground motion evaluation and strong ground motions prediction,were discussed.Some suggestions for the seismic ground research is presented for future progress.
The research of strong ground motion from the point of the theoretical seismology is reviewed in this paper.The five aspects,such as the source process,transmit medium influence,site effect,ground motion evaluation and strong ground motions prediction,were discussed.Some suggestions for the seismic ground research is presented for future progress.
引文
[1]傅淑芳,刘宝城.地震学教程[M].北京:地震出版社,1991.
[2]Burridge R and Knopoff L.Body force equivalents forseismic dislocations[J].Bull.Seism.Soc.Am.,1964,(54):1875~1888.
[3]郑天愉,姚振兴.强震地面运动的理论地震学研究[J].地球物理学报,1992,35(1):102~110.
[4]郑天愉,姚振兴,谢礼立.对近场地面运动的波形和反应谱研究[A].八十年代中国地球物理学进展[C],1989,511~525.
[5]郑天愉,姚振兴.震源性质对截止频率fmax的影响[J].中国科学,B辑,1987,(30):741~750.
[6]Takeo M.An inversion method to analyze the rupture processof earthquake using nearfield seismograms[J].Bull.Seism.Soc.Am.,1987,(77):490~513.
[7]Frankel A and Wennerberg L.Rupture process of the M:6.6 Superstition Hills,California,earthquake determinedfrom strong-motion recordings:application of tomographicsource in version[J].Bull.Seism.Soc.Am.,1989,(79):515~541.
[8]陈培善,卓钰如,金严,等.唐山地震前后京津唐张地区的应力场[J].地球物理学报,1978,21:34~58.
[9]陈运泰,林邦慧,等.巧家、石棉的小震震源参数的测定及其地震危险性估计[J].地球物理学报,1976,19:206~231.
[10]秦嘉政,等.用近震尾波估算昆明及其周围地区的Q值和地震距[J].地球物理学报,1986,29(2):145~155.
[11]Herrmann R B.Q estimates using the coda of localearthquakes[J].Bull.Seism.Soc.Amer.,1980,(70):447~468.
[12]Aki K.Analysis of the seismic coda of local earthquakes asscattered waves[J].J Geophys Res.1969,(74):615~631.
[13]Aki K.and Chouet B.Origin of coda waves.Sourceattenuation and scattering effects[J].J Geophys,Res.1975,(80):3322~3342.
[14]Mitchell B J.Anelastic structure and evolution of thecontinental crust and upper mantle from seismic surfacewave attenuation[J].Rev.of Geophysics,1955,33(2):441~462.
[15]Singe S.and Herrmann R B,Regionalization of crustal codaQin the continental United States[J].J Geophys Res,1983,(88):527~538.
[16]Xie J,Nuttli O W.Interpretation of high-frequency coda atlarge distances:stochastic modeling and method of inversion[J].Geophysical J.Int.,1988,(95):579~595.
[17]Chen P S,Nuttli O W,Ye W H and Qin J Z.Estimates ofshort-period Q values and seismic moments from coda wavesfor earthquakes of the Beijing and Yunnan regions of China[J].Bull.Seism.Soc.Amer,1984,(74):1189~1207.
[18]胡家富,丛连理,苏有锦,康国发.云南及周边地区Lg尾波Q值的分布特征[J].地球物理学报,2003,46(6):809~814.
[19]薄景山,李秀领,李山有.场地条件对地震动影响研究的若干进展[J].世界地震工程,2003,19(2):11~15.
[20]胡聿贤.地震安全性评价技术教程[M].北京:地震出版社,1999.
[21]李小军,彭青.不同类别场地地震动参数的计算分析[J].地震工程与工程振动,2001,21(1),29~36.
[22]Richter C R.Elementary Seismology[M].San-Francisco,1958.
[23]谢礼立,于双久.强震观测与分析原理[M].北京:地震出版社,1982.
[24]周锡元.土质条件对建筑物所受地震荷载的影响[A].中国科学院工程力学研究所地震工程研究报告集(第二集)[C].北京:科学出版社,1995.
[25]胡聿贤,孙平善,章在墉,等.场地条件对震灾和地震动的影响[J].地震工程与工程振动,1980,试(1):35~41.
[26]王国新,陶夏新.地震动衰减关系拟合的新两步法[J].地震工程与工程振动,2001,21(1):24~29.
[27]李山有,金星,陈先,马强.地震动强度与地震烈度速报研究[J].地震工程与工程振动,2002,22(6).
[28]Hartzell S H.Earthquake aftershocks as Green’s function[J].Geophys.Res.Letters.1978,5(1):1~4.
[29]Kanamori H.A semi-empirical approach to prediction oflong-period motions from great earthquake[J].Bull.Seism.Soc.Am.,1979,69(6):1654~1670.
[30]Irikura K.Prediction of strong ground motions using observedseismogram[A].Proc.of 8th WCEE[C].San franasco,1984.
[31]刘鹏程,胡聿贤,等,考虑大震破裂过程复杂性的经验格林函数法[J].地球物理学报,1992,35(增刊):34~45.
[32]刘鹏程,郑天愉.唐山近场地震动的半经验拟合[J].地球物理学报,1995,38(3):350~357.
[33]金星,刘启方.断层附近强地震动半经验合成方法的研究[J].地震工程与工程振动,2002,22(4):22~27.
[34]罗奇峰,胡聿贤.改进的经验格林函数法和卢龙近场加速度合成[J].地震工程与工程振动,1990,10(3):1~12.
[2]Burridge R and Knopoff L.Body force equivalents forseismic dislocations[J].Bull.Seism.Soc.Am.,1964,(54):1875~1888.
[3]郑天愉,姚振兴.强震地面运动的理论地震学研究[J].地球物理学报,1992,35(1):102~110.
[4]郑天愉,姚振兴,谢礼立.对近场地面运动的波形和反应谱研究[A].八十年代中国地球物理学进展[C],1989,511~525.
[5]郑天愉,姚振兴.震源性质对截止频率fmax的影响[J].中国科学,B辑,1987,(30):741~750.
[6]Takeo M.An inversion method to analyze the rupture processof earthquake using nearfield seismograms[J].Bull.Seism.Soc.Am.,1987,(77):490~513.
[7]Frankel A and Wennerberg L.Rupture process of the M:6.6 Superstition Hills,California,earthquake determinedfrom strong-motion recordings:application of tomographicsource in version[J].Bull.Seism.Soc.Am.,1989,(79):515~541.
[8]陈培善,卓钰如,金严,等.唐山地震前后京津唐张地区的应力场[J].地球物理学报,1978,21:34~58.
[9]陈运泰,林邦慧,等.巧家、石棉的小震震源参数的测定及其地震危险性估计[J].地球物理学报,1976,19:206~231.
[10]秦嘉政,等.用近震尾波估算昆明及其周围地区的Q值和地震距[J].地球物理学报,1986,29(2):145~155.
[11]Herrmann R B.Q estimates using the coda of localearthquakes[J].Bull.Seism.Soc.Amer.,1980,(70):447~468.
[12]Aki K.Analysis of the seismic coda of local earthquakes asscattered waves[J].J Geophys Res.1969,(74):615~631.
[13]Aki K.and Chouet B.Origin of coda waves.Sourceattenuation and scattering effects[J].J Geophys,Res.1975,(80):3322~3342.
[14]Mitchell B J.Anelastic structure and evolution of thecontinental crust and upper mantle from seismic surfacewave attenuation[J].Rev.of Geophysics,1955,33(2):441~462.
[15]Singe S.and Herrmann R B,Regionalization of crustal codaQin the continental United States[J].J Geophys Res,1983,(88):527~538.
[16]Xie J,Nuttli O W.Interpretation of high-frequency coda atlarge distances:stochastic modeling and method of inversion[J].Geophysical J.Int.,1988,(95):579~595.
[17]Chen P S,Nuttli O W,Ye W H and Qin J Z.Estimates ofshort-period Q values and seismic moments from coda wavesfor earthquakes of the Beijing and Yunnan regions of China[J].Bull.Seism.Soc.Amer,1984,(74):1189~1207.
[18]胡家富,丛连理,苏有锦,康国发.云南及周边地区Lg尾波Q值的分布特征[J].地球物理学报,2003,46(6):809~814.
[19]薄景山,李秀领,李山有.场地条件对地震动影响研究的若干进展[J].世界地震工程,2003,19(2):11~15.
[20]胡聿贤.地震安全性评价技术教程[M].北京:地震出版社,1999.
[21]李小军,彭青.不同类别场地地震动参数的计算分析[J].地震工程与工程振动,2001,21(1),29~36.
[22]Richter C R.Elementary Seismology[M].San-Francisco,1958.
[23]谢礼立,于双久.强震观测与分析原理[M].北京:地震出版社,1982.
[24]周锡元.土质条件对建筑物所受地震荷载的影响[A].中国科学院工程力学研究所地震工程研究报告集(第二集)[C].北京:科学出版社,1995.
[25]胡聿贤,孙平善,章在墉,等.场地条件对震灾和地震动的影响[J].地震工程与工程振动,1980,试(1):35~41.
[26]王国新,陶夏新.地震动衰减关系拟合的新两步法[J].地震工程与工程振动,2001,21(1):24~29.
[27]李山有,金星,陈先,马强.地震动强度与地震烈度速报研究[J].地震工程与工程振动,2002,22(6).
[28]Hartzell S H.Earthquake aftershocks as Green’s function[J].Geophys.Res.Letters.1978,5(1):1~4.
[29]Kanamori H.A semi-empirical approach to prediction oflong-period motions from great earthquake[J].Bull.Seism.Soc.Am.,1979,69(6):1654~1670.
[30]Irikura K.Prediction of strong ground motions using observedseismogram[A].Proc.of 8th WCEE[C].San franasco,1984.
[31]刘鹏程,胡聿贤,等,考虑大震破裂过程复杂性的经验格林函数法[J].地球物理学报,1992,35(增刊):34~45.
[32]刘鹏程,郑天愉.唐山近场地震动的半经验拟合[J].地球物理学报,1995,38(3):350~357.
[33]金星,刘启方.断层附近强地震动半经验合成方法的研究[J].地震工程与工程振动,2002,22(4):22~27.
[34]罗奇峰,胡聿贤.改进的经验格林函数法和卢龙近场加速度合成[J].地震工程与工程振动,1990,10(3):1~12.
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